HomeMy WebLinkAboutKSM REPORTS01/24/2019 09:45 7725896464 _ KSM ENGINEERING --03 PAGE 01/06
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 RO. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589.0712
PALM BEACH (561) W-7445 www.ksmengineering.net MELBOURNE (321) 768.8488
FAX (561) 845-8876 E-Mail: KSM®KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 6693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
January 22, 2019
PERMIT#
1812-0319
CONTRACTOR
Wynne Development
JOB LOCATION
172 Mediterranean Boulevard North
Spanish Lakes 1
Port St. Lucie, Florida
KSM JOB # : 190316-1 d/MH/cv
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]AN 2 4'2019 %Cog,�"
Permlttin9 Depatttflt:nr y
ITEM TESTED Compacted Foundation Fill st. Lucie Count'!
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" - 12" 51
111.3 114-5
97.2
2.
N.E.
50
109.3
95.5
3.
Center
54
114.6
100.1
4.
S.W.
50
110.1
96.2
5.
S. E.
50
110.8
96.8
Soil Description:
Brown Sand with
Traces of Shell
In Place Moisture:
6.1 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
114.5 P.C.P.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
116.0 1 I I 1 I I
w
E
1 115.0
G
H
T
114.0
P I
i i i i 1
I
F112.0
D
R I I I I I I
Y
5 9 10 11 12 13 14
Moisture - °% of Dry Weight
'Lucie County Building Department
71ir1►t`'
Ronald G. Keller. P.E.: 37293 / SI Lic. No.: 860 1 - Julie E. Keller. P.E.: 68366
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AN1ESTING, IN�YC.
MARTIN (772) 337-7755 RO. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NEr ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM, D 2922
DATE TESTED January 22, 2019 KSM JOB # : 190316-1 d/MH/cv
PERMIT # 1812-0319
CONTRACTOR Wynne Development 8CABN�NED Pxcetveo
JOB LOCATION 172 Mediterranean Boulevard North, Lurie CpUfi Fr
Spanish Lakes 1 � IJ
Port St. Lucie, Florida P`r`tind oe
St. LUcie Coun ment
ITEM TESTED Compacted Foundation Fill 4,
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 51 111.3 114.5 97.2
2. N.E. 50 109.3 95.5
3. Center 54 114.6 100.1
4. S.W. 50 110.1 96.2
5. S. E. 50 110.8 96.8
Soil Description:
Brown Sand with 116.0 I I I I I
Traces of Shell W
In Place Moisture:
6.1 Percent I 115.0 — • • — •'
Optimum Moisture: H I I I I I
11.0 Percent T
114.0 I ..—.�_.._�. .. i.._.—.._..j_.._.
Max. Dry Density: P
114.5 P.C.F. I I I I I
C 113.0—.._.._. _.._..r.._..�.. .:—.._.
@ Test Locations The I I I I I I
Density & Penetrometer F j I I I I
Readings Indicate the I I I I
0_..—.._.._.._.._.._.._.._..._.._.
Degree of Compaction Meets 112. I I I I I I
MinlmVM required D I I I I I
(0r k bl !lotion R
u b-- -1 8 9 10 11 12 13 14
4 �
NO. Moisture - % of Dry Weight
u'JU I r,
Lucie County Building Department
rnl+t',,
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller. P.E.: 68366